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- W2331708085 abstract "Development of vibration-based structural health monitoring techniques requires the use of various computational methods to predict dynamic responses of damaged structures. The method described in this work is intended to be used for prediction of steady state harmonic responses for structures with fatigue cracks and may have several advantages over alternative techniques. The steady state response of the system at a given number of time points distributed over one vibration period is represented in terms of Fourier series containing higher frequency harmonics. Equations of motion are formulated in the form that allows for computation of Fourier coefficients for all terms in the series. Iterative procedure is used for determining the time of stiffness change in order to capture bilinear dynamic behavior. We present results of our research for applying the method to a simple model of a cantilever beam with a transverse crack." @default.
- W2331708085 created "2016-06-24" @default.
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- W2331708085 date "2013-04-05" @default.
- W2331708085 modified "2023-09-23" @default.
- W2331708085 title "Trigonometric Collocation for Computation of Harmonic Response of a Cracked Beam" @default.
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- W2331708085 doi "https://doi.org/10.2514/6.2013-1496" @default.
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